Abstract：Ningbo Airport is built on the soft clay ground firstly in China. It has a runway 3,000m in length and 45m in width. The thickness of soft clay is greater than 32m. The calculated consolidation settlement is 0.48m, far beyond the allowable limit. The soft clay ground is improved by wick drain and surcharge pre-compression. The airport has been put in servirce since July, 1990. Process and result of in situ test, ground improvement and settlement obsevation are discribed. Influences of smear and well resistance of wick drain on consolidation rate are discussed.
引用本文:
朱向荣；潘秋元；卞守中；谢康和；. 超载预压加固宁波机场场道软基[J]. 岩土工程学报, 1992, 14(S1): 30-38.
Zhu Xiangrong, Pan Qiuyuan, Bian Shouzhong, Xie Kanghe. Strengthening of Soft Clay Ground of Ningbo Airport Runway by Surcharge Precompression. Chinese J. Geot. Eng., 1992, 14(S1): 30-38.
